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1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 F1/2" DRYWALL DOOR JAMB (REFER F-1 X4 1/2" DRYWALL 'y "z L F_ UNACCEPTABLE INSTALLTION MAX. 8" DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 P-T PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Od @ 6" 0 C FOR CONN. DETAILS FOR CONN. DETAILS X 4 FOR CONN. DETAILS X 4 EE �1 *4111 #5 REBAR (TYP,) L1___ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 FURRING 3-1/4" LONG X 3/16"0 FURRING 3116"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG #5 REBAR 141% *40 AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCONS TAPCONS STAGGERED 2X8 TAPCON. INTO 2X8 STAGGERED @ 16" .rED (TYP,) 00 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING O.C. 2-ROWS INTO 2-ROWS INTO 1" DETAIL eD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL 90' HOOK (TYP.) STD. 90^ 4%# @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" ' METAL SEAT PLATE co TAPCON @ 16" TA P N 1 0 -c 4-FR 3/16" x 3 1/2" DRYWALL O.C. & 4" FROM 1X4 P.T. -1/2" DOOR JAMB (REFER ix 4 I A C� CE71 NOTE: LAP SHEATHING TO EACH END W/ MIN. cH END w 1 FOR DOOR JAMB (REFER E� DOOR JAMB (REFER TAPCON TO SHT SDW`2-K1 FOR F 4,%� BOTTOM OF BAND EDGE DI s- S TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS, FOR CONN. DETAILS 10d @ 12" O.0 1X4 2 0 C FURRING _j 3X3" 3/16'.0 X 2X8 P.T. WITH 3/16% No Tc*�� L±2 -L FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS 4S LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" 0 C� 2X8 MI�L� INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL NOTCH WEB AT THE FIRST 2 COURSES B OVER SIZE DOOR —WINDOW ROUGH OPENIN BUILDOUT GSKCC LED CELL PER PLAN �H FOUNDATION FILLED CELL INSTALLATION l( RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. �, SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �s SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4"TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1 st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT r 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL t SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK 4 SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #) 2 x 8 45' DIAGONAL (4) 10d NAILS INTO —LEAVE A CUT OUT IN O.S.B. ON THE I NTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION B 7K L G 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 11/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA ---2 x 8 45 DIAGONAL BRACE AT EA. C LL ��'S CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. 4. 4 SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVER HANG-L CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 \—PROVIDE N.T.S. INSTALL WDW. SCREW ANCHOR'M x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4"TO 11/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2XIS SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-16" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W1 (3) #6 X 4W' WOOD DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REG-D. OFARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 10d NAILS @ 8" O.C. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + 11-011 51-0" SCALE: N.T.S. 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SE + TRUSS COMPANY OR PLAK 2x6 #2 SYP @ 24- O.C. + + + + + + BLOCKING AS 00�fINISH FLOQ� b 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED --- ----- /4" MAX EMBEDMENT INTO�.) PER NAILING SCHEDULE LL TO SUPPORT TRUSS + A BAR BLOCK HEADER 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + + SOFFIT + CENTERED W/ 1190, Ff t) IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP EACH TRUSS CD KNOCKOUT/ C-"4 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BTW`N\ 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR MONO FOOTING 4. t. A x CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY--/ SCHED. LEAVE A CUT OUT INO.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) I�B 11 ATinm .�IO INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SOFTIT DIRT TO BE INSTALLED 01F BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN -7 PRECAST LINTEL A STA NDARD CD 99 HOOK SCRIBE (NOTCH) BACKSID—_'�1 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD FOR OVER HANG FILLED CELL L b., v b" "I 8d NAILS '�'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") v L 1. N I" It 1P INSTALL WDW, SCREW,� BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL F 4'MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" V - ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 - O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL rK 13-13 SECTION @ ENTRY SECTION @ ROOF EXTENSION REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. � �s SCALE: 3/4" V-0" 1\1 �s SCALE: 3/4" V-0" SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"ff' MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W W M AT PERIMETER 1/2" NAILS TO STUD S & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 HERE THIS CONDITION (1) #5 BARS CONT. W, 5/8" DIA. ALL THREAD ROD #5x6'EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" cl: z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & 0 U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER /—F.F. 3" MIN. EDGE DISTANCE < M FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u- Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU REINFORCING AS FOLLOWS: I ulp .. ......... SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. IF; #5x6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ z EXISTING FOOTING CONC. (2) #5x6' IN COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL < FILLED CELL SMOOTH. DO NO FURROW. 04 DRILL 314"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP q> G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 7 REMAIN FREE OF MORTAR. NOTE: cl) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 — TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. .11�_ GLASS BLOCK DETAIL \\--(2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. oo, COVER EA. WAY S rA ECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4"= V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 t2 2'ce) C) C) V) (D - LU rz 0 LU V) E 0 0 C:) F-n p, Cv Lij P E 8 a) m 0) m CE 7100 cc,03 MIN ai 33 0 M C\1 -9 C�, U_ 01 .2 88 0 tm < 0 CO CL C) Lo 7r, Al I BID X C B-n C 0 U) 8, E;,CO 0) -10 z Lu 2f�8�9 H� F. �? �] 0? � - _4 I= < a-6.9 4� LU 6,A LU E Z &- 0S.45 � M 0 U) 9 :;� �Cq 3 cz " < C) LL LU 4z 0 R W�T�WWTMDS OW C�o E ro Cj 0 cc: 40 _4� C -7 0 F 1, v 0 SSIC"', F E ,zlel �`11111111111W\011\ To the best of the Engineers knowledge, information and beiief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - ResidentJal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E F*#J NA R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com ks 0 Z 0 z 9 z < Uj < Ce. 0� U�30 UP 0 = X zw� U �_17� unuiz z M < LU Ln z z > F- z z 0 < U C/) g z 2: 05 LU z cwe < LU .0, z z :J Lr) Lij Lij x �! < P < 0�- 00 < z It z Z� T-4 z tu— < 0 Fy z co Lt'j Z Uj Ln 0 z 0 cbi 15 R� rn T__I 13- (n 0 SCALE AS NOTED DATE 3/7/2018 TECH: JIVIUROSKI VERSION No' 4mO SHEET NO. SS